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A thin walled, closed cylindrical vessel of inside diameter \(d\) and wall thickness \(t\) contains a fluid under pressure \(p\). The figure below shows a part of the cylindrical vessel; end caps are not shown. Consider the small element shown with sides parallel and perpendicular to the axis of the cylinder. The stresses \(\sigma_{1}\) and \(\sigma_{2}\) are

Part of a thin walled closed cylinder with inside diameter d, wall thickness t and internal pressure p; on a small wall element sigma 1 acts in the circumferential direction and sigma 2 along the axis

  • A.\(\sigma_{1} = \frac{pd}{2t};\ \sigma_{2} = \frac{pd}{4t}\)
  • B.\(\sigma_{1} = \frac{pd}{t};\ \sigma_{2} = \frac{pd}{2t}\)
  • C.\(\sigma_{1} = \frac{pd}{4t};\ \sigma_{2} = \frac{pd}{2t}\)
  • D.\(\sigma_{1} = \frac{pd}{2t};\ \sigma_{2} = 0\)

Answer: A

The stresses are \(\sigma_{1} = \frac{pd}{2t}\); \(\sigma_{2} = \frac{pd}{4t}\).

\(\sigma_{1}\) is the hoop (circumferential) stress. Cutting a length \(\ell\) of the cylinder along a diameter, the pressure force \(p d \ell\) is resisted by two walls of area \(t\ell\): \(\sigma_{1} = \frac{pd}{2t}\).

\(\sigma_{2}\) is the longitudinal stress, set up because the ends are closed. The pressure on the end, \(p\frac{\pi d^{2}}{4}\), is carried by the wall ring of area about \(\pi d t\): \(\sigma_{2} = \frac{pd}{4t}\), half the hoop stress.

The option with \(\sigma_{1}\) and \(\sigma_{2}\) swapped assigns the hoop stress to the axial direction. \(\frac{pd}{t}\) forgets that two walls share the hoop load, and \(\sigma_{2} = 0\) would hold only for an open-ended cylinder, but this vessel is closed.

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